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Home My WebLink About026-1149-00-001 (2) vuscu- snI?cpartr-cut of Commerce PRIVATE SEWAGE SYSTEM County St. Croix $a@Ii a"d 9dtl:iry C ~nsrCs L2 INSPECTION REPORT Sanitay iI No 605164 GENERAL INFORMATION (ATTACK 70 PERMIT) Stare Plan ID No Peni Jnal ir'foirnat jr ';u_ proide -ay De used for secondly Durposes (Pfwaq I av: s -S i ;1;1mj) 3147003 norm I •lold=r's Name CiN• Village Tcwrship Parcel Tax No Megan and Blaine Elmhorsl TOWN OF RICHMOND 026-1149-00-001 CS' BM L er. Insp BM Elev. BS1 Description ~p-w II $ecLOn'TCi~r Rancefl,1aD No'. 'IY U'l,~ 15.30.18.1106 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS III rs ELEV. Septic rXJ jr,. A Be chmirk i 75T/V(r Loci ? cvl_(p l2& /Ul• IUU.U Dosing Alt 13114 A- t/1/ J grNbS: 2' tit 44Th-4) Bldg Si FYI HGdx+g SUHt Inlcl SUH: Ou: et TANK SETBACK INFORMATION TANK 10 PI Y'uFI 1. BLDG. Vent to Air na<s ROAD D: Inle: /r/ / d/_• Sepli - CAL lIl 6 s m"em /91 ~w- - - - 18.17 83.vy oaslnq wnt ,ry t~33, Header.. Mar. 13.35 rg`7 ~/I III Aeraton_ Dist Plpe 13 p~.•~rp Holding Bcl. System O U - Final Grad PLIMPISIPHON INFORMATION e e > " Nlanufaclwer OeTard Cover gq 61 t•.9odel Nuriccr ll 3,0 ~ . 2~ C i TDH t.ifl n Fricton1LOss2 System Head+'y. TDH~ 1 Ft '10 Z, 1 Forcema'.n LcrgaA~ 1 Dia.7~7 ~r Urs: c'avetl J~L~~IV t-~ SOIL ABSO I RPTION SYSTEM Va_r -V, BEMTRENCH .Va t'i engtnn 1 No. Of J e- PIT DIMEN IONS No U' N G sicc Uia _ L qu 7 CepP- DIMENSIONS 1 y.~f1 /U~ - SETBACK SYSTEM TO GEC/ PAL BLDG :WELL LAKLtSTRCI+'.d -LFACnING Pdau.t; ta..re INFORMATION CHAMBER OR Ty4 O15i'Sban. S~tln^`j, i1 1-Z UNIT PolGdel rmter BLITION SYSTEM Q I•ued_(:R a•~rcd Jstr DUto y,•-/~ xHDle Stc ~f xFUIe SFacu"~ +:e7t~/"yfal h✓ake Plpersl / S ' / Irnclr r Dip Lerll+ 7Z~f:iv Spacing U~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only y M."M Cuer Deplr Over xx Dup•h of xx Seeded: Sudoec xx 1.'ul~"c 3fGlrenc'Certer Bcd+T'Cren lOgeS > /b h Tc sci ;>/Z 'es NC Yes 7N'c COMMENTS: (Irclude code discrepencies persons present. etc.) IIn soec.ion #1' Inspection #2: Location: 15.0 127TH S•'fTW M Alt- I All Bid Description= ' 1 fP_ C,0 2 ; Bldg scaor length = - amcurt of cover = Plan revs on Required' -I Yes lNo Use c6•er side for ecd lional in°o'mation~./L/ Dale In•.pi.:n-~Sig-a:u'u Ce-t Nu 513(t h~IC):R SAID -de t 8 ~ a8 Safety an d Buildings Division f 001 Washington Ave_ P.O. Box 7162 sFsanlwwy rc mu Number po be /,ilea m by co ) i 11 - 762'o . Madison. WI 53707-7162 6 6"5 : , - State T nn: jcuon Number witai 1LSat11Wry- ~ ~CfT1fi pl1cat.l0 N - In u..wA:nnx .x ah SPS 1.9; ].It?) \411 Ad. Cldc, siChmrswn I. Ch" loin, lull , e will 3147003 is required p.iw to ohwining a mnitarv permn Note Appheatwn tbrmv•Ii„ swc cooicd W I S ar • uttc'd to Nolo cAddre.. (il\hfli,ent than maihng nldrrtix) the Department tit Nafirm and psdevxa.n:d Selvie\ 1'e,unml -form tlon you provide may he mwd sccimdary purlxncs m;waxJanec wdh ll" Ihrv:u? law s. I_xl411Nm1.SwLt 1 Application hdormalion - Please Pri II Info_lmation 1510 127th St. Pmplrty U,mer'z Name J Pared u Megan and Blaine Elmhorsl 026-1149-00-00.1 - - ( Ihapcm Uwncr's \Imlmc :\ddrevs Pru(trly 1sKa6on I J ~V , I 1510 127th St. Govt lot J ( Ity.. slate /ip Gdc. Mime Number SW SE Section 15 pande rn x 1 New Richmond W. 1 30 N, R 18 L or W 11. 7) pc of Building (chnk all that xppl)9 O I m a _ _ _ --I i I I ur 1 Pamdv I)wclbnc Numirr of Ikdromm~nn 4 Su1d,vlslon Name ~eQ6CA. flock a Cherry Knolls i i PuM1huCnmmcrcral rhunhr• I!.c I U ( de of - - ❑SlateOwocd Ihscnl><I:w ! CShI NumMr ❑vill,ler ut ^ n `L Ca~ 75 t~ Town of Richmond I III II. "r,tpe of Permit: (Check only one Mr line Complete line B if applicable) 1,biM.r x TB1013til""C'1~111A Sysl Rq,I..nl Ny,tem Treatment// loldwg Tank Rgdaco"cm Only ❑ Other htoddbauon to Eslslmg System (explain) Number and Date I d li new:J ❑ I'.:rtnn Hr❑ Permit to New xp u,on - Uw."'r ~1 IV. T. PC of POR 1 N tivtem1 - (Check III[ that apply) C3 N.m-P.....u, /'d I -t, „ J ~ 14 c: wvcJ In-Glnur"1 ,\t-Gr„J< C1 NI ......d -'4 ul. of .unuMa soJ ❑ Mound ?4m . or smmblc sod ❑ 110d,11Y '1'm,k ❑ ulhlr ubar•..:d t'.unry„um (cxpwm) System in fill ❑ Pet... meal D"," (explain) N. Div nalff rVat Area InGlrmale1n: _ _ D "'t, I h,w (P.ry I k.,gn No,l \pph.,,rlon Rate(g . Il Dispcrul Arca Regm (s) Dispersal Arca Pror. ed Sy', n F 1.,.I ,m 600 1.0 600 825/ 1185 87..- VI. Tank Info Capuc+l} in Rn:d N of - - hhmut:¢nlrcr Gillum (adlons I.ndn_ o New T.nks la~wn3la"k. jib r= u 71 Y ".or 11°w" A 1.n'k _ 1250 1250 1 Skaw Concrete X Meant, Qrm,ba 750 750 Wieser Concrete X VII. Responsibility Statement- I, the waderaigeed, amum< punsihilify ar iusl lyiua f the PORTS,haw n ma the attached plans. Ylumbcrk Namc(I'rinD Plumhcr~"'r- i. :dnrc Nil'r WHN Numl,e, Roane,,, Pt"mc Numhcr Keith Knudlson 648443 651-470-1737 PlumMr.Adkl,-r NImA. ('rtv. Swrc. %ipCcde) 927 150th St. Robewts W. 54023 VIII. 'ounty/IM artment I se Onk - - - 1'1-111.10 11are vs Lsw gent S,grvrlurc :Apt„ .1 a R.u.,n h', rkni:d S G G 0 . 0,6 I~ -F /l l~ IX. Condo easopc~ for ivapproval , 1 .1 n 67"LAMllRa-116 3) &J 1 iof.A in s P(3! bkVw.,:.r cell oust e11 be ~,.n rls ill: _ tM Par rylar ayemerl!Plan P^u nuei VV pW~no::. (,VL :A. W oily MJ~ 2 M IMbr* nilq Uec ana ma:t to rl. a (r L nn.eh m e~o,pme pl,n r r roe.y.mnr. ed oilonl p.p1. a,d 1.1h.. N, I ,t 11 iarhr i.,,, SI31)-639R (R. I I!I 11 1 Page of 10 Sanitary Site Plan V Fur: Megan and Maine Lltnhorst ` Lot I of the Chcrr- A Knolls Subdivision SI Parcel in the SNi'1~4 -SL 114 See. 14; T3(1\-RI8'*N ♦a Town of 'Richmond - St. Croix Count. jWA, 4V. spa. frA C/L of 127th .St. - - - Proposed system -in-Fill w,'Two 4'x 75' Opersal Telephone Ped and Celis wja System F.lev. of 87.10' Power Transformer Near Level System-in-Fill Site i. - - - ---------r~i 4'\~\ Proposed 2" _ _ ~ (;rh 40 F M _~hl r RF RR' 3% I HH.Hl1' ' - I r-- _ 1 j Ope Yard Site C) „nd Proposed Wieser Concrete 750 Gal. Dose Tank Elev. = 89.20' 7% P/L L4 t Existing 4"Asim D-3034 / /Existing Skaw Con crele 1250 Bldg. Sever and ConveyanceGal. Septic Tank n%'a Zabel Pipe a A-100 Filter 7.72 Acre Parcel 17~ P/ i - 7"/o Deck A BM t i f'Na 1510 127th St_ _J Four Bedroom Home - Y . A RM - Top of Concrety Sloop near N.N . VP all (ornei r, -)O~ ifRP-Same • 'v.'t ASSi1MF.D ELEV. = 1110.00' Elevation Data I Doxc Taro Grad., System olluwer existir.e c:al _ Kl.i;O' PT -t.tk DIVISION OF INDUSTRY SERVICES 7331 SAN LUIS PL STE 150 GREEN BAY Wl 54304 5211 Coma Tnrougn Relay PS hnpJ:dsps.wi.gov:progrars,4ndustyservices cV Wnvt vns^ona n gov Scott Walker, Governor Laura Gutierrez, Secretary Alm List 2 -'018 < I IS 1' 11) \o. 311059 :1Po If TS ln.spr,1,w KLI I H 1: STO\FR ZONING 011 IC'L k F ITI I STONLR SOIL ILS IINGSAN[ FARYFit Skis, ST(ROIX('Of \IYSPIA ;.'..'U 11'OODCRLEK RD 1101 CARMICHAEL RD SIIt F:A \VI 548'3-8738 IIUDSON WI 14016-7708 CONDITIONAL APPROVAL PLAN APPROVAL LXPIRES: 0&212020 Identification Numbers Transaction 11) No. 314-003 SI'I'E• Site ID No. 852825 Llmlimst Please refer to both identification numbers, :5I O I3?TI I Sl above, in all correspondence with the agency. Town of Richmond St Croix County SW I .'4, SE 1 4, S I T ION, RIM Lot: I, Subdivision: Chem Knolls FOR: Description: Replacement Residential Sand Blanket Object I ype: POkk I S Individual Site Dcsi,n Reguhucd Objccl ID No.: I7Q2078 Mainlenancc required: Replacement system: 600 6110 1 low rate: i(i in Suit minimum depth to limiting factor front original,rade: S}slcnt(s): Pressurized In-ground; Lltluew Tiller, Sc.tem in Fill The submittal described above has been reviewed tbrconfonnance will) applicable Wisconsin Administrative Codes and \4'iswnsin Statutes. 'I he submittal has been CONDITIONALLY APPROVLD. phis syscem is to be constructed and located in accordance with the enclosed approved plans and with anv component manual(s) referenced above. The owner, as defined in chapter 101.01001. Wisconsin Statutes. is responsible for compliance with all code requirements. No person may engage i n or %cork al plumbin in the state oil less licensed to do u by the Department per ,.145.06. stilts. The following conditions shall be met durin, cunstruetiuu or installation and prior to occupancy or use: Kc}' Iten)s- POW'['S Design Approval- Sand Blanket • This system has been reviewed and approved as an Individual Site Design. [lie system shall be constructed in accordance with the approved plans and ch SPS 18+, W'is. Adm. Code. • Verify the integrity and water lightness of the existing treatment septic lank to he reused. • The observation pipe shall be placed scithm the,taNel distribution cell at the gravel sand interface. C • Provide surface water dkersion around life treatment tanks and dispersal component. I`" PT • The uwncr is responsible fix the operation and maintenance of the privalc onsite %rasw\sater treatment s} stem (POW IS) in accordance with SPS 383 ;rnd the approved mmagement plan fii E • The owner of a POD►" TS shall be responsible for ensurin, that access opening covers remain locked or I~}1:i(Cf O accused except tor' inspect on. aulunti i nru~aca r or .eniun I.wIrnre>. • Owners shall receive a copy of the appropriate operation and maintenance manual and or uwnes's manual for the POW I S desenlbCd in Illis approval. SEE C • Provide a copy of the approved PORTS plans and this letter to life owner. • K...AI tii-t\1 !t P<nz_ x' 'lilt A cope of the approved plan., pecini a(ion; and ll.is hncr shah t>c or-'a ca:inp Con'umeli011 and Io inspection by authorized roprescnmtives of the Departntcnt. which nmv include local in,peclors. All permit, required by the state or the local municipality shall he obtained prior 111 enntmenccmem of construction ! installation /operat ion. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary lior code compliance. .As per state slats 101.12(2). nothing in this review .hall relieve the designer ofthe responsihilip for de,ignin_ a late building, slrttcttlrc. or component. h.quiries concerning this correspondence may be made to me at the telephone number listed below. oral the address on this Ictlence_- f:ic above tead 'essee shall provide a copy of this letter and the I'M IS ntanagentcul plan to the owner and any Qtly rc whiff ~ cl res nsiblc Iiu the installation. operation or maintenance of the PO" TS. n c -IN, Fee Required $ 410.00 7 - This Amount Krill Be Invoiced. "111 kNhen You 11eccNe'Ihat Invoice, • A111 k in•~er ~I Please Include a Copy 1Vith Your PO 1 TS ~1;t3le %atQJS'cci~li t , Division of Industn Services Payment Suhmiltal. 100), 1i'4sl 10 D~/fri. ':Nt) m. - >:45 p,m. A4`iSM19.ART Code: ?(i3 mark Sinuevu wi.gov cc F;iwit: I aN lot. ~1 astck.;-Ict Specialist. t.? 1 51 tip-1-3,184, Mon -In. 8:00 A.M. - 4:;0 PAL Page 1 of 10 Index and Title Sheet. Project Name: Megan and Blaine E.Inthonl System- in - fill Property Owner: Megan and Blaine Elmhorst Address: 1510 1271" St. New Richmond WI 54017 Phone: 715- Legal Description: SWIM of the SE.IM Sec. 15 T30N-R1RW Township: Richmond County: St. Croix Subdivision Name: Chem Knolls Lot: I Comp. ti/Parcel ID: 026-1149-00-001 CONTENTS Page: 1 Index and Title Sheet Page: 2 Individual Site Design and Plan Narrative Page: 3 Plot Plan Page: 4 Plan View of Cells Page: 5 Lateral Layout Diagram (Typical) \(DITIONALLY `PPROVED Page 6: West find of the System Cross Section SAFETY AND Page: 7 Earl End of the System Cross Section SERVICES r4, ZySERV: cS Page R: Dose Tank Cross Section Page 9: Pump Curve Data I I i Page: 10 Management and Contingency Plan Attached: Soil and Site Evaluation Report Mound Component Manual I Jsed = Version 2.0 SBD-10641-P (N.01 /01 R.10/12) E-Z How Mound Component Manual (N. 06i03R.3/1/12) In-Ground Component Manual Version 2.0 1-30.2001(R. 10!12) Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 Jan. 30. 2001 R pDesitmer. Keith I;. Ster~~;~S.OF~s/~ License ii Designer 157-007 ~K'171i Signature: C. ic: August 4m. 201 R Phone # (715) 651..732;1 '~r~+.: QJ~ ~f1 ,~/O/ SIN 1 R ~._I `1(~~~(~~~j~~~Qt~ I"Illli 1!!1111:\\\~~ l 08 Page 2 of Ill Individual Site Design and Plan Narrative Objective: I he ohiective of this individual site desit,it is to desitn and locate a iinu bedroom replacement sanitary system on the Mcgan and Blaine I{hnhorst property located at 1510 127°i St. I his property is located in Lot 1 of the Cherry Knolls Subdivision, 'Sec. 15 130N-R 18W, Town of Richmond in St. Croix Count}. I he propcrf y under consideration for a replacement sanitary system is a narrow property approximatch '70 feet wide x 290 feet deep and approximately 1 .72 acres in sire. Improvements on the property consist of a lieu- bedroom residence with attached Garage, well and a pair of3ft. x 8.1 It. dispersal cells served by a 1250 gallon Skaw Concrete septic tank. I was contacted by Keith Knudtson to evaluate the soil conditions onsite as the existing 2003 in- t;round system had been causing problems for a Icw years and was completely saturated. With the knowledge that this was another deep instalknion (System He%. 7 It. below parade) below a silt cap into the 6111tiago ;Antis o ('omplex we decided to try to explore soils at a higher landscape to see if we could find sufficient contour length for all at-grade mound dispersal area. Borings 4 and 5 revealed soil profiles that were incomplete lbr the soil series indicaling that the ;oils may have been graded or completely renimed and re-applied during lot development or home construction. It appeared that this ridptc conslstal of the. Sanliago soils and a sandy loam till was present at a depth of 26 to 31 inches. Boring 5 had 16 inches of subsoil below tine surface horizon that had a moderate. medium platy structure with redoximorphic features. We moved around what appeared to be a good contour for sighting a replacement system and consistentIv liwnd disturhed soils within the first 24 inches. Having little success upslopc we went lxlow the failed svsicm and found "iloilar disnn'bCd surlitcc soils in horimg 2 with redox leatures. In horings 1, and 3 once we were helow 2.5 fl. in depth. the soils transitioncd into a sandy outwash material more typical ofthc. Antip!o soil. Borine. I did shove redox features at 54 inches which would indicate that there may be some sandy loam bands restricting water movement. FIR. soil conditions at this site have Imi limitations. The first is prior soil compaction and dislurhance in the upprrmitst pant of the soil profile. The Till/compactecl%disturhed soil would he the cause of the redox Icalures ohscrvcd in the uppermost horizons. As discussed previously we believe these soils werc:tffectcd by land shaping equipment during the initial road and lot construction. The last limitation is evidence of possihlc seasonal saturation at about i4 inches where redox features hegin to occur in the gravelly sand ill B# 1. 1 his borinh, was taken in a foot slope landscape position where the lot levels ofl'. We would expect a certain amount of sur itce water runoff moving across this area. Because of the limited options for placement Of a sanitary system that has not been affected by previous compaction, re-grading and the evidence of redoximorphic features in these disturbed soils I am proposing an engineered s}scent in fill sanitary desien. As we have a sufficient depth Page 2 of Ill of perntcahlc Soil it would be possible to rcnloxc enou",h of the troublesome. Imc textured soil and replace it with .Asim C- 33 washed Saud. I ho sand 1111 will he in conlacl with the native sandy soils. Adequate area will be exem alud to not only install a new soil absorption cell but to create an additional perimeter area to intercept seepage front the surrounding soil and direct it dommard taking any of the reported slowly permeable soils with redox features out of play. An individual site design \yill be required fin' this project as we are deviating front the currently accepted ntelhodology of the sanitary System component manuals approved by the AVI Dept. of Salct% and Professional Services. SPS. 381.44( 3)(b)l requires at lead 6 inches of rile soil separation required consist of an insitu soil t}pe fin' which treatment capability has been accredited under Table 383.44-3 SPS. ?83. 1413)(612 explains the purpose of the 6 inches of insitu soil is to assure the influent will he assimilated into the original subsurface soils xvithoul ponding on the ground surface. The proposal for this site would he to eliminate the soil horizons from the Sw'fztce rirade down to a depth Iront 31 to 40 inches. liy removing the problematic liner textured platy soil conditions ahme the sand horizons. we will still have bClxyeCIl 19.2 and 39.6 inches of insitu soil in satisfy our requirement. SP',, 38.1.62 provides acceptable method sand lechoologies currently approved by the department in the foam ofcomponcnt tuanualS for varinus System, types. Phis proposal entployS grneral and specific aspects of the mound. in ground and pressure distribution manuals to justify our rationale toward code equivalency. 1•rom the mound component manual. 1 would incorporate the use of the design loading rate of the ASTN'I C-±3 fill sand of 1.0 gal.isq.fuidey for the domestic quality etllucnl expected from fable I Onflucau Plows and Loads). From Table '(size and orientation) two cells with a width of I It. and length of 75 It. feel [or it lineal loading rate of 4.00 lpl.ftt. Treatment and dispersal of the wastewater are the txvo rmijor concerts of any sanitary system and lot the individual Sitr desicln it k especially important that we demonstrate that those goals will he accornplishcd. I lie Irealntent capabilities for this Sy Stem will consist of the placement of hetween It. and 3.28 ti. ol'AS fill C-3 sand till helov% the dispersal cell with an additional I It. of Sand till to the top of the distribution media. A '2 ti. perimeter of AS I M C- i i sand fill will be used to protect the site from lateral soil xvatcr seepage from the surrounding. liner lcxWred Soils ai certain tint's oflhe year. "file placement of the ASI*NI C 33 sand provides a umi'orm material that is both predictable in its Ircatment and dispersal of the effluent. the sand till will eliminate any perching of water and couucct to the existing insitu well chained loamy sand and sand. file sand fill also raises the system elevation closer to the grounds surface allowing for additional transpiration of moisture, atmospheric ox1'4;en exchanve and increases the storage space for the assimilation of waslewater deeper into the system (caving tits System elevation drier and more able. to oxidise organic material that has been deposited into the wastewater. I kpersal of the wastewater front this .structure will he uniform by using demand dose simplex puntpiop to two 4 It. x 75 fl. aggregate dispersal cells. r'\ pressure distribution network consisting of an end manil'old and it single lateral per cell will insure equal distribution. J be pump will apph the xroastexcatcr to the Cell approximately tinteS it day. with an orifice density Page 2 of 10 of 10 Sol. h.ioIificc-. Smaller more I,roquent dosc-, alloww Ior alternate wettingg, and drying of the dispersal area promoting longewily. By using the design parameters discussed. I helieve. Ihat the system design proposed w ill meet the design installation standards set loch in SPS 181 40 19'.Ai and will safely treat and di,pctw the wastewater genended Worn this linty ho nt home. Narrative: I he proposed design Ibr the loon bedroom replacement r;v>Icm will use the csistint; Skaw t_bncrcrc. 1250 gallon ;optic tank and Weser tbnmvW IV1.P750-A9R dose lank. the existing 4 inch conveyance pipe All be used to a point where additional pipe will he rcyuired to arrive at the dose tank location. The dispersal cells shall be constructed by winos ing the existing insitu ,oils to, the specified plan depths and lilt in swish +\S'I [\,I C' i3 washed sond. hhe distribution nch%ork will he installed within the aggreWde media and covered with filler cloth. A sandy loam or loamy sand topsail w\ ill be placed across the dispersal area to provide 1rosr protection. prevent erosion and prevent precipitation or runoff infiltration and to allots air to enter the system per Table 3 of the In-ground Component Manual (yIp page 3 of 10 4 Sanitary Site Plan 6or: Stepan and Blaine Tlmhorsl L.ol 1 of the Cherry Knolls Subdivision Parcel in the SW 114 - SE 114 Sec- 15 T30N-R19W C 20 ,0 Town of Richmond - St. Croix ('aunty cr•pLa SNn (PoeQ 1 Ir✓:A 40 ft i-- - C/L of 117th St - - - Proposed System -in-Fill w/Two 4'x 75'Dispersal \ Telephone Ped and Cells w/a System F•lev. of 87.10' Power Transformer Near Level System-in-Fill Site P/L 8R IS 88.35' Proposed 2" - - Sch. 40 F'.M. I 88 .50'= 88.88, 3% 88.80, = \ Open Yard Site Proposed Wieser \ n Concrete 750 Gal. Dose Tank Elev. = 89.10' 7% P/L IA - Existing 4"Astm D-3034 Existing Skaw Concrete 1250 Bldg. Stover and Conveyance GaL Septic Tank w/a 7ahel '.1 Pipe - A-100 Filter 1 .1 1.72 Arre Parcel P/L 7%117 Deck A BM FN# 1570 127th St. Four Bedroom home - . A RM = Top of f oocrete. Stoop near NAN. Wall Corner ARP = S:mrr • WLLL ASSIIMRDELFN.= 100.00' Elevation Data Dna lank (iPftle - 99.20 Svstznl Lie%. of Iowcr exislinf cell 8 1.90' P/L V _ G. pN l ~ b fly f~ ~ 4 n CA ca O s r- v. Z ~ E X 0. C o Q w ~ W V o J .mot, 5 N ¢ f n /C C 6l 4.. n 2 V :n O U U Lry V U E > D C W E 7F, = c. a w ❑ ~c.vvE - J O ' O A 0 T y b 72 > > a . go ° 1+1 ''JO :L v "o b c o ;o 0 on c i C 7 u v: <n v' ' 1 u ~.n r, m 7 C c r~ , c ~ ~ E E E O N CL. M W dl W Q P cl 11 114 o co - o a ~ Oa N i M. 1. Page 5 of 10 Lateral Layout for the Typical Cells 1 2 End Connection Lateral Layout Diagram 1 -L;rcrals:nvJ Farce Yhuu ul I'V(' Sch ill per SPS lahlc ihl I-I X \ Turn-np w-hall ~ ulve or clean - X nnl plums -Laterals centered over the A&B dimension Number of Laterals I ()rice Diameter .156/5(32" in. Lateral Diameter LS-~ n. Orifice Spacing (X) 2.50 ft. Lateral Lengib (11) 72.50' ft. Orifices per Lateral 30 Na If. Orifice Density orifice Lateral Spacing (S) 10.00 16'20 Manifold Length Na Lateral Flow Kate gPm R. Cell Flow Rate 16'20 gpm Maniliild Diameter Na in System Plow Rate 32.40 gpm Total Dynamic Bead 9.85 R. -Turn-up Detail Finished (Trade Threaded Cleanout Plug or Ball 6" to R" diameter Lawn Sprinkler Box Valve_ 0000 O - Long Sweep 90 or Two 45` Bends Same O O O O - Diameter as Lateral 000000 O 0 O Distribution I aleral Note :Lateral ends at last orifice where variable length to cleanoul begins. Page 6 of t(1 Svstern-in-Fill Cross Section using Aggregate Brest End Cross Section Provide soil cover material that will provide frost protection, prevent erosion and excess precipitation or runoff infiltration and allow air m enter the Minimum Finished distribution cell. Fxisling Grade - lixisting (irade = Grade - 19.110' 88 9a' 88 l xg 32' Sandi Lunn t8' of I oiniv sand is 81 2K 211. Rack FIII F;oer( i 11, - FdtcrMoth 'ropnfAggrcgme.=87!99 lateral lm,erl -97fdf 79. tmen-8?Mr tiyacm FlrvIfY 411. R .ys C-31 ,nn r-:f s.,.f rdi Astm l'-33 Sand Fill 2 It I Sri to l'- 11 Sand Fill I'StY 1 50' 1 5n. I ransitional sand fill depth area 85 60f 85.60' 85.611' 85.60' Insitu- Gravelly Coarse Sand to Sand F,xcavate to these Excavate to these Limiting factor at Limiting Factor 134; Excavate to these elevations. 101.39' nag= 1u139' elevations or greater based on depth of weak I ypical Dispersal Cell with sandy loam. Observation Pipe I I I )omucter (16semdion pipe wia mmimmn b inch stol = Loft fi• Fflte. Cloth :fncholed ,eith 3+8" rchat or a %dcr Closet collaf to po,%col rcmnval when pulling oil walcrproof cap. _ .50 fl II 79 ft. Note: Dispersal cell constructed of aggregate with a 1 UY' Sch. 40 PVC lateral. Note: Follow proposed excavation elevation depths through tilling proses ensuring C-33 sand is tied to gravelly loamy sand. fine loamy sand and loamy sand. Observation Pipe material to be T' Sch. 40 PVC. Note: The site shall be seeded and mulched to prevent erosion and to provide vegetative cover for frost protection. r Page 7 of 10 Svstent-in-Fill Cross Section using Aggregate Fast Fnd Cross Section Provide soil cover material that will provide trust protection, prevent erosion and excess precipitation or mnoll'infdtration and allow air to enter the distribution cell. Fxio ng tirade Minimum Finished I:xlstmg tirade Gnde-%9 fat o r ~Snndy I+.vun 9", ?1' ar t,u,m,-Sand 68• ~ II tincA Fl II fillrir l.nh y lihortloth lopof Aggregde -8737 Latrral 87 (0 79' i. 74 Lalerallln,cn- 8710 system L'lav. = 87 10' Sestenl F.Icv - 87.10 C-33 nnmt zmm r,n Asimt-:13 Sand Fill 28. 1511' Ast," C- 13 Sand Fill 1511' I MY l Sp' Transitional sand fill depth area I{i 611' - - 85.60' 8i.60' L - - - 85.60' Insitu=Gravelly Coarse Sand to Sand - Excavate to these elevations. I?xcavate to these Limiting doctor at Limiting Factor Bri3 Excavate tit these elevations. nd2 lot 39' 101.39' elevations or grader based on depth of weak 'typical Dispersal Cell with sandv loam. Observation Pipe •t" Diameter U ,%ci %M nn Pqx wra minimum 6 inch slat I .(I(1 ft. Fdtrr Cloth anchored wish tell," at a water closet cnllxr to prey col rennin, all when pulling oil waterproof cap. - 05 .50 ft I) - Note: Dispersal cell constructed of aggregate with a 1 13" Sell. 40 PVC lateral. Note: Follow proposed excavation elevation depths through filling proses ensuring C-33 sand is tied to gravelly i loamy sand, tine loamy sand and loamy sand. Observation Pipe material to be 4" Sch. 40 PVC. Note: Fhe site shall be seeded and mulched to prevent erosion and to provide vegetative cover for Lost protection. Pg. 8 of 10 Dose Tank Component Cross Section Approved Manhole Covers With Warning Labels and Locking Device/ 4" Min. Above Final Grade NF-Cnction BOX \ Weather Proof / Electric perNf:C 3008 SPS. a" Sch. 40 Vent 10.01 Y// 16.1112 \VAC or - to 1 2" y Above Final Grade Din -t Alternate Inlet Outlet Location W'r'Approved 4" Sleeve eeve Force Main Main Diam. - 2 " Weep Hole or Anti Siphon Device Note. Pump switch mid alarm to be. A wired w separate circuits. 83.33' B Pump Off Flev. _ C kink Mfr. Wieser Concrete 750 gal. D - [lose Tank Elev. 82.62' Vertical Difference Between Pump Off and Distribution Pipe 4.27' Minimmn Required Supply Pressure -455- ~10 FT. of Force Main x 258 Friction Factor, I00FT.... 1.03 Min. Dose 71 A(1 gel. - Total Dynamic Head = 9.85 Max Dose 120 gal. Number of Doses... = 5.7 Per Day Gal. Per Day" frof Doses - 105.026al. Volume of Backflow 6.52 Gal. 'total Dose Volume 111.546al. Pump Tank Capacity 750.36 Gallons Dimensions Inches Gallons Puntp'1'auk Volume 20.28 Galdrich A 2LM 425.88 1 B ^ an.5 Pump Mfr. Goulds( C 5,50 I 11.54' Pump Model EP04 r D 8.5 17238 Minimum Discharee Rate - ;2.406PM Alarm Mfr. S..I.I.. Rhombus Total- +7 750.36 Alarm Memel Tank Alert I - Bed Tank Per SPS ;83.45(5) Anchor Tank as necessary to negate buoyant forces per SPS. 383.43(8)(8). page 9 of 10 ITT GOULDS PUMPS Wastewater PERFORMANCE RATINGS COMPONENTS Gallons Per Item L29 ead .12e No. 0eutlptlon aled EP04 EPOS I impeller 53 2 Rase IC 46 62 3 Pump Caing _ a 5 36 55 4 McchaniaTl Seal - 0 21 46 5 _Ball Bearings E ~f' j 0 33 6 0-Rings t o - 11 _ 7 Po•ner Cord _ S - - -0 i 8 OH Filled Motor 9 MOlor Hnusingr y Jrta~~ Stator Assembly j 7 10 mmor Cover METERS FEET 10~ 9~. 30 rl . Ir-5c,r'tirl 8 )5rT 25_ 0 2 G 20 zi z 5 \ j 15 4~ EPoS P04 2 5 I a l 00 10 20 30 I 40 50 ON U 1 11 6 8 10 12 m'in C APACITV i Pause 10 of 10- 1 4 3 Private Onsite Wastewater Treatment System-In-Fill Management Plan Pursuant to SPS 383.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) Shall Include information and procedures for maintaining the system within the parameters of SPS 383 and 384, and the conditions of approval by the department, agent, or governmental trait. The approved plans and permits for the system will be filed with the county zoning or health department. This management plats complies with SPS 383.54, Wis Adm. Code, the Mound Comlxxnent Manual for Private Onsite Wastewater Treatment Systems (Version 2.0) SBD-10691-P (N.01/O1R.10/12) the Pressure Distribution Component Manual (Version 10) SBD-10706-1' (N 01-018.10/12) the in-Ground Component Manual Ver. 2.0 1/30%2001 R. 10/12) and the EZ Flow Mound Component Manual (N. 06/038.3/1/12) Table l: System Design Specifications Sanitary Permit Nurotxr Number of Bedrooms - 4 _Dcsign Flow ((iPD)600 Soil Absorption Component Size ( . R. - 600 Septic Tank Capacity Gal. 1250 Pump Chamber Capacity Gal. 750 Tv e of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic'[ arils Component Soil Abso tion Component Design Flow-Peak (GPD) 600 600 Max_ Influent Particle size NA 1/8 Inch Maximum BOD 5 (mg/1) NA 220 Maximum TSS (mg/]) NA 150 ~ Maximum FOG NA- 30 Table 3: Maintenance Schedule SeSe tic Tank Inspect and/or service once every 3 years In-Line Pressure Filter _ _ Should inspect once a year and clean every 3 years Pura Chamber Imes once every 3_years Soil absorption Component Flush laterals every18 months. Page 10 of 10- 2 of 3 Septic Tank fhe septic tank shall be maintained by an individual certified to service septic tank under sec. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors. Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). Note: The effluent filter for this system will be located within the force main in the dose tank. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions arc made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1J3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise (fie owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in die tank. Pump Chamber I he pump chamber also requires monitoring once every three years or the time of problem, complaint or failure. Inspection should include checking the dose rate, volume and frequency. Warning: The dose chamber may fill due to flow continuing during pump malfunction or power outages. One large dose when the power comes on or when the pump is repaired may cause the dispersal system to have problems. In this situation, the pump chamber should be pumped by a licensed pumper before pump cycling begins or other measures shall be used to dose the component with only the proper amount of influent. This may include manual operation of the pump controls until such time the pump chamber has reached its normal level. Septic tank and Pump chamber risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed %oateright upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective kicking device to prevent accidental or unauthorized entry to the tank Warning: No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment or holding tarok may contain lethal gases, and rescue of a person from the interior of the tank may he difficult or impossible. Tank abandonment shall be accordance with SPS 38 3.33, W is Adm. Code when the tank is no longer used as a POWTS component. Page 10 of 10- 2 of 3 I Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under see. 281.48. Stars. The contents of the septic tank shall be disposed of in accordance with NR 113. Wis. Adm. Code (Servicing Septic or I lolding Tanks. Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage I Tenches, Privies, or Portable Kestrooms). Note: The effluent filter for this system will be located within the force main in the dose tank. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. 'I he outlet filter shall he cleaned as necessary to ensure proper operation. The filter cartridge should not ttc removed unless provisions are made W. retain solids in the oink that may slough of the filter when removed from its enclosure. If the filter is equipped with air alarm, lire filter shall be serviced if the alarn is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1.%3 - ' .,.o oyauu anwuc w we. mum. i I u,e wnrcuts o, mr tar,n arc not removed at lire time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Pum -Chatnher The pump chamber also requires monitoring once every three years or the time of problem, complaint or failure. Inspection should include checking the dose rate, volume and frequency. Warning: The dose chamber may till due tc, flow continuing during pump malfunction or power outages. One large dose when the power comes on or when the pump is repaired may cause the dispersal system to have problerns. In this situation, the pump chamber should tic pumped by a licensed pmnper before pump cycling begins or other measures shall be used to dose the component with only the proper amount of influent. '[his may include manual operation of the pump controls until such time the pump chamber has reached its normal level. Septic tank and Pump cha mbcr risers. access risers and covers should he inspected for water tightness and soundness. Access openings used for service and assessment shall besealed watertight upon the completion of service. Amy opening deemed unsound. defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry to the tank Warning,: No one should enter a septic or other treatment or holding tank for any reason without being in fall compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment or holding tank uray contain lethal gases. and rescue of a person from the interior ofthe tank may be difficult or impossible. Tank- abandonment shall be accordance with SPS 383.33, Wis .Adm. Code when the tank is no longer used as a POWTS component. PaLe 10 of 10- 3 of 3 Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. llre limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation roust be assessed by inspection at least once every 3 years. Lateral turn ups are provided at the ends of the laterals for the purpose of flushing the lines of any solids. Flushing these lines should be done every 18 months. 'Ihe inspection shall include recording levels of pwnding, if any, in the observation pipes, and visual inspection for any evidence of surface discharge from the component. On steeply sloping sites, areas of erosion should he identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. 'traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, clogging of the soil. The property owner should he aware that any change or modification to the existing private road might affect the mound systems ability to disperse effluent. Planting of deep rooted trees and shrubs directly over or within 10 feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Contin cncv Plan In the case of septic or dose tank component damage, measures shall be taken to repair or replace the tanks to there original operating condition. Upon failure of the distribution cell component, the system shall be inspected to determine the cause of failure. Steps taken to repair or replace the mound may involve the removal of a bio-mat, which would require cleaning or replacement of the distribution network as well as replacing the rock and clogged portions of the sand fill. ft is important to monitor the observation pipes as noted above to prevent complete failure of the system so alternative corrective measures can be discassed. Component Owners Contact List Keith Knudtson / Plurnber (t%51~ 470- 1737 - St. Croix County (715) 386-4680 Wieser Concrete (800) 32.5-8456 Skew Precast Co. (800) 924-8625 - Septic Pumper Yowcrs Sanitation (715) 246-5738_ _ I A HE n•oln d Ne $ou•, rM poof w.n^A \I con>n. A ST. ~ J~ 711 / a a ®Q ? Mrt a 7~w. Spr~t_ S~ lj w-0 ( S t 1 Xl n w[ra wnWEE nM r so .a w w / - I/ M.It .Y9r0 a.M i.ffOt ~ Wam / ~1 Ur•. i•tw ! •r..•... ~Jllr I l i ' < or , r I \ \ ~ nn !Vl-»t rv1m Itnr .a n_vrr u• _ - n..~r l+.~..~+dr ~~y1L... ~I \ ~ I ' 1O Mr Iw ~ \ yr. L»O l>V M IY.-Y. «nl }/c y. ✓ / _ I A .rte. Y 44 • ~ ~ - vr. O1• fix nii~,.ponn f, l ~l f ~ `v> tl ~ - - c.M «nw w r Mr ate. C lm/H "1 t ~ - w / `M4 o..r [+M rte.. p C ~ IOa`ir tr r - KYI,tlel r5J_5. r•.,Y r.n.r w. +•r rr. w.w. rat PAGE 25 wn r r wwb «.•..r o. r ns r \ ..l. sao ~ -~1/ ~ Y IDf 1] / r. ee.r. r r«. •+r t.r 7 lA 1 \ R~T~W.Y O.~r Yew • ,4 nn.~n ~ Y r ••.Y r ..••.Yr A r us S ~ ` ..1 Y•>f A.•fY11151YA .V YY 10 M r ~rrtana i ` ~ -Yrl•lY•-\ I / (NIRI Of (.1 n.OAO« O . W. . YG.J ANYhSV JMME a~ no°m~wn~`u¢w Mln iui rs> vaurv PAtz 44 \ . ' ~ ICf: i OYO q .C~On Wll M IM1•MC -J 1 T \ aCl p.y RIfE .M OI OIIaC lE F a ~ olw Ann Ka w~ra w~ x witc~ p I 7 x ~a® yr s m u•rA a uua uva S .nTsr $ rn ~ r nl aia w~ir'c / ~ ~ ~ n9R alWl wwMR ML naA i WS ~R n ff TABLE a Sa l 1 - LK VALE PARZ !O n ar Tl• n >A T Y _Y n rai o w T. r V NQ ;.1 1 PALL YJ i> T i -k l 6~ U ~a« o »>W T, bY'TNeK I - m •II wiv ~n a.i Y!1. fY1 f a.! 1 I (O o , u var wni >w o• n vv~ ie . • vffwff- .OT .2 IM iT2 u16 L IT -OARCCL ~C . rn u as I ,I n. _ ra>«« >.v n u~nosv rra yl'•u'. rri ,m r .u uer PAKLT! IR - GSA/ KC.~ PAC2 _YJ ~ = )I I. 1 a . lAe Avt W Conlr Rope 'G- ro M o1anraN (o Me Aldr>r _tow" csT Y SWS3 ZT 140577 _ _ av.wan [nv+r =y xarsao-u AAAA.ww>to vw. w s v,.yw~ _ _ OQM7Y TRI17M( f0fi10111Y -4 ' - ' ST, CROIX ('01 N 1'l SI-,P I IC 1 ANK MAINFLNANCE AGRLEMEN I AND OWNERSHIP CFR'fIFICATION FORM O\,n,r,i;tl\,r Blaine and Megan Elmhort Mailing Address 1510 127th St Property Address same (\'crification required from Planning & Zoning Department for new construction. Y ( I(vlStllc New Rlchmond,Wi Parcel Identification Number 026-1 149-00-001 LEGAL DESCRIPTION Property Location SW' , , SE . sec. 15 , T 30 N R 18 w, To\,n of Richmond Subdivision Plat: Cherry Knolls Lot Certified Survey Map # Volume Page # \\arranty Dcetl # (be [ore 2007)Volume , Page fi_ ',pee houscOyes0no Lot lines identifiableDN"E]no Sl'S'I Lli I\1AIN'I ENANCE AND OWNER CER'FIFIC'A'1'ION Improper use and maintenance of your septic system Qould result in its premature failure to handle wastes. Proper maintenancc consists of pumping out the septic tank every three years or sooner, if needed. by a licensed pumper. W hat you put into thr system can affect the function of the septic lank as a treatment stage in the waste disposal system, Owner maintenance responsibilities are specified in §SPS. 38and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site s~astewater disposal system is in proper operating condition and or (2) after inspection and pumping of necessary), the septic tank is L°.r. Thom 1 3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system x%idt the =t-andards set forth. herein, as set by the Department of Safety And Professional Services and the Department of Natural Resonr:~u.. titut~ of Wisconsin. Certification stating that your septic sy:cteun has been maintained nmst be completed and resumed to the Si ;nnty Planning Zoning Department within 30 days ol'the three year expiration date. we certify that all statement.;; t Ihi. font arc Inn to file hcsl of niv.'our knee vd, t 1 not '11C h lI\'.lied F I :1Y 0 property described above by virtue oY 11, 1 I~rd coca 1„d in R.:eio,( 11 ()111, L' Number of bedrooms 17 SIGNATURE OF APPLICANT(S) DA I I "'Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning DeparmI:-m ' Include with this ippii;,itmi I recorded w\,manty decd Irom the Rc,_,i.ter of Decd, Ollicc and a eop_, of the cer!ified sw«.\. map i( reference is made in the warrain der.: (RL\.04 12 ) :padmonl of Cornrnerce PRIVATE SEWAGE SYSTEM County! St. Croix duiding Division INSPECTION REPORT SsnitaryPenmifNo- 430020 0 -NERAL INFORMATION (ATTACH TO PERMIT) Stale Wan ID No: arsenal information you priwido rnuy be used for secondary purposes (Privacy Law, s 15 04 (1 Xm)). Permit Holdefs Nama. Ciy Village X Township Parcel Tax No., Mau han, Rex Richmond Townshi 026-1149-00-001 CST BM FJw. Insp. BM Elev: BM De torn. r Secoon/rowntRa geWsp No ~d - d 0 Yin a+ 15.30.1 4I TANK INFORMATION ELEVATION DATA 1 TYPE MANUFACTURER CAPACITY STATION BSr7 HI FS ELEV. Septic Benc8n arkrt / II• /~D. Dosing AN. BM H AeraBOn Bldg. ~S-W sr0 ss Holding StMI Inlet Z dS TANK SETBACK INFORMATION SuHt Outlet } 3 TANK TO P! WL BLDCy ~oAR Intake ROAD Dt ~f o ~i- Septic I / o Dt 14 Dosing / tN5 H der/Man.-✓0Cf, or~47 9f (I ~ r Aeration Dist Pipe Holding Bot. System PUMP/SIPHON INFORMATION Final Grade IO' ~ /6l Manuhacturor and St Cover 2. 3 d G Model Number TDH Lift Friction System Head TDH Ft Forcemain Length Dia. uim dwell SOIL ABSORPTION SYSTEM O DIMDE ENCH wdnt / Len ( No. 011 rendan PIT DIMENSIONS Nu. Or Pas Inside Die. Lsluid Depth SETBACK SYSTEM TO PIL BLDG E T LAKE/STRFA LEACHING xta y INFORMATION T Of Sys.tJem-~ r CHAMBER OR vV UNIT Model Number' DISTRIBUTIO SYS E t-4 VAke iledanMarslWJ Jilu-1101"firr' K, x Hold Sae T Hole Spacing Vent to Pin , r / Pipe(s) J O0 I.ygth Die 4 LengthOW A~ Spicing SOIL COVER x Pressure Systems Only xx Mound Or AfGrade Systems Only r6; p- O+m JJ Depth Over x. Depth or xx Soodudr3od0ed for Mukhed Bedfrrench Censer W Bod/Tnxrch Edges Tgxnl - Yes ;pal No ~!i Yes No COMMENTS: (Indude code discrepancies, persons present, etc.) Inspection #1: 7 0 Inspection #2: Location: 1510 127th St New Richmond, WI 54017 (SW 1J SE 114 15 T30N RL118W) Cherry Knells Lot 17P Parcel No: 15.30.18. 1.) Alt BM Description= •WY T° _ 2.) -ag sewer length s L4 M 7x'^' `s-cr ~~pl7l amount of cover - 7 ~s ~ L. ~Y~gt.7 W ~ ! - q (FAA ? - - an revision Required'! Yes N' _ IVo I Q l ___II Use other side for additional information. _ _ _ (.((q/YYr f SBD6710 (8.197) Dale Ircepctor's - alure_ Cert. No. 'Niu:onvn De~aliRk31)f-0(Safa Gild l?tpf@ti6i0t1af~0fyiCeS Division of IndUsby Services ~ #3343 .SOIL-EVA 46N REMRT 3 0 011,8 Page _ 1 of 3 I in accordance with SPS 385, Wis Adm. Code Keith Stoner CST County Acach complete site pla~nn o(I,pap#f not legs than 8X x 11 inches in size. Plan must St. Croix I9CI ride but not Amrted011nieeFart7 nzonlal reference point (BM). direction and percent slope.-soak or dimensions, north arrow and location and distance to nearest road. Parcel lD 026- 149-00-001 Please print all information. v Review By Date Personal mformabon you Dfovrde r,ay oe used for xwnwry puipows (Privacy Law, s. t 59a I I; c;i. " Properly Owner Property Location 1 f;tcgan & Blaine Elmhorst Govt. Lot 1114 , E1/4, S15, T30N. R18W Prurxrdy Owner's Mailing Address Lot # Block # Subd. Name r (CSM# 1510 127th Street 1 Cherry Knolls Subdivision City State Zip Code Phone Number city Village Town Nearest Road New Richmond WI 54017 Richmond Same New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial Describe: Parent material Sandy Outwash & Sandy Loam Till (ScC2 Senes) Rood plain elevation, if applicable NA ft. General comments Propose he 4 x 75 cells witnin a system in fill dispersal wea InsiN dstu~bed sails to be removed to a depth of 85.'ifi with a and recommendations. system e-eva'ior, - 87.10'. Individual s~.le d(:;ign regmr(x1. Pecmeter cf svslom s'ak(xl ons.le. y l` QKI~ Boring ❑ Boring # Pit Ground surface elev. 88.10 fl. Depth to limiting factor 54 in. Soil Application Rate trorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO,'ft' in. Munsell 0u. Sz. Cont. Color Gr. Sz. Sh. 'E"I 'E"2 1 0-6 10YR3/2 sl 2msbk mvfr gs 31' 0.6 1.0 2 611 10YR3/3 sil/sicl 2mabk mvfr CS 31' 1 0.4 0.6 3 11-15 7.5YR4/4 Is Osq ml qs 2f 0.7 1.6 r r+ r 4 15-30 7.5YR4/4 s1 2fsbk mvfr gs 2f 0.6 1.0 5 30-42 7.5YR4/4 gr Is Osg ml gs j if 0.7 1.6 6 42 54 7.SYRS/4+4/4 I s Osg ml gs if 0.7 1.6 I 7 54-74 7.5YR5/4 c2dSYRS/8 qr s Osq ml I - - 0.7 1.6 ❑ Bonng # Boring Pit Ground surface elev. 88.60 it Depth to hrnrtmg factor 6 in. Soil Application Rate Horizon Depth 1l Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDlft' in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. -EKNI •r 11ta2 1 0-6 10YR3/2 11 - s t lmsbk mvfr gs 31' 0.6 0.8 2 6-24 10YR3/3 c2d5YR5/8 sit 2mpl/ifsbk mfr rs 21' 0.0 0.1 3 24 27 7.SYR4/4 ~,'b)sl lmsbk mfr qs 21' 0.4 0.7 4 27-54 7.5YRS/4+4/6 gr Is Osg ml gs if 0.7 1.6 5 S4-72 7.5YR5/4 /1( 00 s Osg ml 0.7 1.6 #4-cobble ' Effluent #1 = BODs> 30 < 220 mg/L and TSS >30 < 150 mg1L • Effluent #2 = 800s S30 mglL and TSS <30 mg/l. CST Name (Please PrmO Signature: CST Number Keith Stoner 224059 Address Keith Stoner CST D to Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren. WI 54872 - 7113/2018 715-566 0900 s0o a~w (rcur!u> property owner Megan & Blaine Elmhorst Parcel ID# .026-1149-06.001 Page _2 of 3 Boring 3 ] F Boring # Pit Ground surface elev. 89.00 k Depth to limiting factor >78 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence! Boundary Roots GPOV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EN#t 'En#2 1 0-6 10YR3/2 sil 2msbk mvfr cs 3f 0.6 0.8 2 6-17 i 1OYR4/4 gr Is Osg ml gs 2f 0.7 1.6 3 17-24 SYR4/4 2" bands of gr sl Is Osg ml gs if 0.7 1.6 4 2.444 li 7.5YR514 s - -li Osg ml Bs if - - 0.7 1.6 5 44-50 5YR4/4 gr Ifs Osg ml gs i 0.5 1.0 6 SO-68 SYR4/4 sl 1msbk mfr gs I 0.4 0.7 7 68-78 1 7.5YR4/4 s Osg ml 0.7 1.6 Boring F4Boring # Pit Ground surface elev 91.90 0 Depth to limiting factor >52 in. Sod Appiicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDV in Munsell Qu Sz Cont Color Gr. Sz. Sh. Eft l •Eff#2 1 0-6 1OYR3/2 - sil 2msbk mvfr gs 3f-m 0.6 0.8 2_ 6-22 ! 10YR4/3+3/3 sil 2msbk mvfr cs 2f 0.6 0.8 3 22-26 5YR4/4 Is ifabk mvfr gs if 0.7 1.6 4 26-52 5YR4/4 sl m mfr 0.2 0.6 T I 44 - indusions of is + s Boring 1-51 Boring # Pit Ground surface elev 92.52 0 Depth to limiting factor - 6 in. - - ISoI Application Rated Horizon I Depth Dominant Color Redox Description texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EM •Efi#2 1 0-6 10YR3/2 sit 2msbk mvfr cs 3f-m 0.6 0.8 2 6-22 10YR4/3+3/3 c2d5YR5/8 sil 2mpl mvfr a 2f 0.0 0.2 3 22-31 5YR4/4 Is ifabk mvfr Qs if 0.7 1.6 4 31-60 1YR4/4 sl m mfr 0.2 0.6 l 41 - inclusions of Is + s q • Effluent #1 = BOD? 30 < 220 mglL and TSS >30 <-150 mg1L ' Effklem #2 = 6013s < 30 mi and TSS -c-30 nv& I 1'age 3 of 3 Soil Test Site Plan For: Megan and Blaine Elmhorst Lot 1 of the CherrN Knolls Subdivision o 40 I'arcel in the SW' 14 - SE 114 Sec. 15 T30\-Rl8N%* Tow n of Richmond - St. Croix County Cmphs ^sole (Peet) 1 ,nch IO fl C11, of 127th St. Telephone Ped and Power Transformer _ - - - ❑ Q Near Level System-in-rill Site P/L \ 88.15' ,48.33' l- B# ❑ 88.80' ` 88.30' _ - - 88.88 - \ 88.80' 1 - - Proposed Dose Tank Open Yard Site Location F,lev. - 89.20' 1; 1 7% i 5 Manhole Cover Skaw Concrete 1250 ral. Tank p/L B#A❑ 9140' I ® Note: Borings A,B + C are similar to B#2 +5. ` The soils on this parcel appear to have been cwt ` 1.72 Acre Parcel to the parent material in locations and re-layed down after grading took place. The soils under approx. 6" of topsoil are compacted and exhibit P/L, platystructure. With redoximorphic features. Deck BM B#B❑ 92.35' r• N# 1510 127th St. Four Bedroom /tome F.levalion Data W l Ss.1o' W2 8S.60' - BM =Top of ( one•rv•le Stool) near n.N\'. Nall Cm'nrr 8:.3 50.00' X FIRP=Same W4 91.90' !ELL B°S - 9' 5" ASSUMED ELF: V.= 100.110' Dose 1 ank Grade 89.'=0' ~ Backhoe Pit Sydcmt'Iev.oflo%seresidin;tcell 51.80' "IN 131h,2018 Keith E. Stoner CST# 224059 P/1 j